A General evaluation of linear elastic assessment procedures in seismic codes

Download
2014
Özçamur, Uğurcan
Linear elastic procedures are extensively used in seismic codes either for design or assessment, however it does not necessarily mean that they are always accurate. In the first part of this study, performance limits of the force-based linear assessment procedure in the Turkish Earthquake Code are verified and calibrated with the displacement-based performance limits which are obtained from experimental data. Four case study buildings, all of which satisfy code design requirements are assessed with force based and displacement based linear procedures under their design spectrum. Force and displacement based results are compared to each other. Accordingly, necessary adjustments are suggested on the force-based performance limits of the Turkish Seismic Code. In the second part, limitations of linear procedures are investigated through a comparative evaluation of linear and nonlinear procedures. Nine case study buildings are analyzed using linear response spectrum analysis and nonlinear response history analysis procedures under nine different ground motions. Plastic rotation demands at member ends are used as common deformation parameters, where the results from nonlinear analyses are accepted as benchmark. Demand to capacity ratios (DCR) at member ends calculated from linear procedure is used as the decision parameter. For different buildings with different systems and irregularities, applicability of linear procedures are investigated and limitations are proposed by considering the level of irregularities which are expressed in terms of DCR distributions.

Suggestions

Comprehensive evaluation of equivalent linear analysis method for seismic-isolated structures represented by sdof systems
Dicleli, Murat (2007-08-01)
In this study, the equivalent linear (EL) analysis procedure used in the design of seismic-isolated structures is evaluated. The effect of several parameters such as the intensity and frequency characteristics of the ground motion, isolator properties and the structure mass are considered in the evaluation. First, the EL analysis procedure is evaluated using harmonic ground motions with various excitation periods and a suite of 15 seismic ground motions with various frequency characteristics. Then, the effe...
Investigation of seismic isolation efficiency for building structures
Özdemir, Seda; Yakut, Ahmet; Ay, Bekir Özer; Department of Earthquake Studies (2016)
The main goal of this study is to assess the efficacy of seismic isolation for building type of structures with different structural systems, namely, dual systems and moment frame systems having also different number of floors. Specific to this study, the main parameters employed for efficacy assessment will be the interstorey drift ratio and floor acceleration since both structural and non-structural damage to be occured in a system are directly related to these two parameters. To assess the variations in inter...
Comparison of ASCE/SEI Standard and modal pushover-based ground motion scaling procedures for pre-tensioned concrete bridges
Özgenoğlu, Müge; Arıcı, Yalın (2017-01-01)
Complex analysis methods such as non-linear time-history analyses (NTHA) are often required for the design of non-standard bridges. The selection of the ground motions for the NTHA is a crucial task as the results of the analyses show a wide variability according to the selected records. In order to predict the demand in accordance with the seismic hazard conditions of the site, the selected motions are usually modified by scaling procedures. Within this context, the performance of two scaling methods, name...
Investigation of decoupling techniques for linear and nonlinear systems
Kalaycıoğlu, Taner; Özgüven, Hasan Nevzat; Department of Mechanical Engineering (2018)
Structural coupling methods are widely used in predicting dynamics of coupled systems. In this study, the reverse problem, i.e. predicting the dynamic behavior of a particular subsystem from the knowledge of the dynamics of the overall system and of all the other subsystems, is studied. This problem arises when a substructure cannot be measured separately, but only when coupled to neighboring substructures. The dynamic decoupling problem of coupled linear structures is well investigated in literature. Howev...
A general treatment of singular Lagrangians with linear velocities
Baleanu, D; Guler, Y (2000-03-01)
The Hamilton-Jacobi treatment of singular systems with linear velocities is investigated. Since the rank of Hessian matrix is zero, all the generalized coordinates are independent parameters. Integrability conditions reduce the degrees of freedom. Path integral quantization is analyzed.
Citation Formats
U. Özçamur, “A General evaluation of linear elastic assessment procedures in seismic codes,” M.S. - Master of Science, Middle East Technical University, 2014.